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FAU 5263 over CYPRESS CREEK

Map

Coordinates:
+35.14189, -89.95778
35°08'31" N, 89°57'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5263 over CYPRESS CREEK
Structure number:790B6480001
Location:JOHNSON AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:46.9 ft. [14.3 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,350 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$208,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodVery GoodGood435079.5
April 2015GoodGoodVery GoodGood435079.5
April 2013GoodGoodVery GoodGood435079.5
May 2011GoodGoodVery GoodGood435079.5
July 2009GoodGoodVery GoodGood435079.5
November 2007GoodGoodVery GoodGood435079.5
October 2005GoodGoodVery GoodGood435079.5
October 2003GoodGoodVery GoodGood395079.5
November 2001GoodGoodVery GoodGood462079.5
April 2000GoodGoodVery GoodGood436079.5
June 1998GoodGoodGoodGood425079.5
May 1998GoodGoodVery GoodGood420079.5
December 1995FairSatisfactorySatisfactorySatisfactory395079.6
September 1993FairGoodGoodSatisfactory385079.6
December 1991FairGoodGoodSatisfactory160091.7